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Parameters for Self-compacting Concrete Mortar Phase

dc.contributor.authorOliveira, Luiz António Pereira dept
dc.contributor.authorNepomuceno, Miguel
dc.date.accessioned2010-04-28T10:07:07Z
dc.date.available2010-04-28T10:07:07Z
dc.date.issued2008
dc.description.abstractThis paper reports an experimental study on the mortar phase for selfcompacting concrete. A series of mortars were produced with similar flow properties, measured by spread and v-funnel tests, adequate to produce self-compacting concrete. The water content and the modified carboxylic superplasticizer dosage were determined experimentally for each mortar. Different percentages of cement replacement materials were used in binary blends, each one combining one of the two types of cement with one of the three mineral additions selected: limestone powder, granite filler and fly ash. Each of the binary blends of powders was combined in five different proportions in volume with the fine aggregate (Vp/Vs). Mortars were tested for compressive strength at 28 days age and this value was related to the water/cement ratio, the percentage of replacement materials, and Vp/Vs parameter. The analysis revealed the possibility of establishing adequate mortar parameters to obtain simultaneously the self-compactability and the required compressive strength of self-compacting concrete.pt
dc.identifier.urihttp://hdl.handle.net/10400.6/585
dc.languageeng
dc.subjectMortarpt
dc.subjectCompressive strengthpt
dc.subjectFresh-propertiespt
dc.subjectMineral fillerspt
dc.subjectSelfcompacting concretept
dc.subjectSpread testpt
dc.subjectV-funnel testpt
dc.titleParameters for Self-compacting Concrete Mortar Phasept
dc.typejournal article
dspace.entity.typePublication
oaire.citation.issueSP253-21pt
oaire.citation.titleAmerican Concrete Institute Special Publication, SP-253,pt
person.familyNameNepomuceno
person.givenNameMiguel Costa Santos
person.identifierhttp://scholar.google.pt/citations?user=IguykP4AAAAJ
person.identifier.ciencia-idF710-57AF-521F
person.identifier.orcid0000-0003-3865-490X
person.identifier.scopus-author-idhttp://www.scopus.com/authid/detail.url?authorId=36246411800
rcaap.rightsopenAccess
rcaap.typearticlept
relation.isAuthorOfPublicationd93f6f35-204d-4bd1-a38a-5ec3c39a31e3
relation.isAuthorOfPublication.latestForDiscoveryd93f6f35-204d-4bd1-a38a-5ec3c39a31e3

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